CN201121101Y - Engaged mechanism of tower crane headframe - Google Patents

Engaged mechanism of tower crane headframe Download PDF

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Publication number
CN201121101Y
CN201121101Y CNU200720043499XU CN200720043499U CN201121101Y CN 201121101 Y CN201121101 Y CN 201121101Y CN U200720043499X U CNU200720043499X U CN U200720043499XU CN 200720043499 U CN200720043499 U CN 200720043499U CN 201121101 Y CN201121101 Y CN 201121101Y
Authority
CN
China
Prior art keywords
tower crane
arm
hole
arm rod
cross
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU200720043499XU
Other languages
Chinese (zh)
Inventor
蔡典生
袁备
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Nantong No3 Construction Group Co Ltd
Original Assignee
Jiangsu Nantong No3 Construction Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Nantong No3 Construction Group Co Ltd filed Critical Jiangsu Nantong No3 Construction Group Co Ltd
Priority to CNU200720043499XU priority Critical patent/CN201121101Y/en
Application granted granted Critical
Publication of CN201121101Y publication Critical patent/CN201121101Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a wall-attaching mechanism of a tower crane. An embedded steel structural component is arranged on a wall body of a building exceeding twelve stories. A movable anchor ear is installed on the headframe of the corresponding tower crane. The movable anchor ear adopts the structure that the movable anchor ear is provided with a cross arm and 2 to 8 connecting holes. A loop bar is covered outside the cross arm, holes are also arranged on the loop bar, and the holes are connected with the connecting holes at the different positions of the cross arm through a bolt. A pin hole is arranged at the left end of the cross arm, and is connected with a left arm rod through a wrist; a pin hole is arranged at the right end of the loop bar, and is connected with a right arm rod through a wrist. Pin holes are also respectively arranged at the other ends of the left arm rod and the right arm rod, and are connected with an inner arm rod through a wrist, and the connecting hole at one end of the inner arm rod adopts a long hole. Three holes which are not evenly distributed are arranged on the inner arm rod, and are respectively connected with the inner arm rod and the embedded steel structural component through three connecting rods. By applying the wall-attaching mechanism of the headframe of the tower crane of the utility model, even if the headframe of the tower crane is very high, the centre of gravity is increased, the danger that the headframe falls can be avoided.

Description

The attached wall mechanism of tower crane derrick
Affiliated technical field
The utility model relates to the attached wall mechanism of tower crane derrick.
Background technology
It is high-rise that modern building more and more tends to, and the matching used tower crane derrick of institute is also corresponding very high, because center of gravity increases, the danger that derrick is toppled over also strengthens.
The utility model content
The purpose of this utility model is the attached wall mechanism that the tower crane derrick is provided in order to address the above problem, even the tower crane derrick is very high, center of gravity increases, also the danger that can avoid derrick to topple over.
The technical scheme that its technical matters that solves the utility model adopts is: on the building masonry wall that surpasses 12 layers on floor, and pre-buried steel framing member.On corresponding tower crane derrick, movable anchor ear is installed.The structure of movable anchor ear is such, and a cross-arm has 2-8 connecting bore.Be with loop bar in cross-arm outside, on loop bar, also have the hole, be connected with the connecting bore of diverse location on bolt and the cross-arm.Left end at cross-arm has pin-and-hole, is connected with the left arm bar with bearing pin; Right-hand member at loop bar has pin-and-hole, is connected with the right arm bar with bearing pin.The other end at left arm bar and right arm bar also has pin-and-hole, is connected with interior armed lever with bearing pin, and the connecting bore of interior armed lever one end is a slotted hole.Three not uniform holes are arranged on interior armed lever, be connected with interior armed lever, pre-buried steel framing member respectively with three pipe links.For increasing the effect of holding tightly of movable anchor ear and tower crane derrick, be bonded with sheet rubber in the inboard of left arm bar and right arm bar.According to the height of building, movable anchor ear only can be installed 1-8.
Effective effect of the present utility model is, uses the attached wall mechanism of tower crane derrick of the present utility model, even the tower crane derrick is very high, center of gravity increases, also the danger that can avoid derrick to topple over.
Description of drawings
Figure is the structural representation of the attached wall mechanism of tower crane derrick of the present utility model.The pre-buried framing member of 1-among the figure, 2-pipe link, 3--bolt, 4--right arm bar, 5-sheet rubber, 6--bearing pin, 7-loop bar, 8--connecting bore, 9--bolt, 10--cross-arm, armed lever in the 11--left arm bar, 12--.
The specific embodiment
On the building masonry wall that surpasses 12 layers on floor, pre-buried framing member (1).Pre-buried framing member (1) is used steel material.On corresponding tower crane derrick, movable anchor ear is installed.The structure of movable anchor ear is such, and a cross-arm (10) has 2-8 connecting bore (8).The cross section of cross-arm (10) is 30 * 30 millimeters.Be with loop bar (7) in cross-arm (10) outside, also have the hole on loop bar (7), the connecting bore of going up diverse location with bolt (9) and cross-arm (10) is connected.Left end at cross-arm (10) has pin-and-hole, is connected with left arm bar (11) with bearing pin (6); Right-hand member at loop bar has pin-and-hole, is connected with right arm bar (4) with bearing pin (6).The other end at left arm bar (11) and right arm bar (4) also has pin-and-hole, is connected with interior armed lever (12) with bearing pin, and the connecting bore of interior armed lever (12) one ends is a slotted hole.Three not uniform holes are arranged on interior armed lever (12), be connected with bolt (3) with interior armed lever (12), pre-buried framing member (1) respectively with three pipe links (2).For increasing the effect of holding tightly of movable anchor ear and tower crane derrick, be bonded with sheet rubber (5) in the inboard of left arm bar and right arm bar.

Claims (3)

1, the attached wall mechanism of tower crane derrick, it is characterized in that: on building masonry wall, pre-buried steel framing member, on corresponding tower crane derrick, movable anchor ear is installed, a cross-arm, have 2-8 connecting bore, be with loop bar in cross-arm outside, on loop bar, also have the hole, be connected with the connecting bore of diverse location on bolt and the cross-arm, left end at cross-arm has pin-and-hole, be connected with the left arm bar with bearing pin, pin-and-hole arranged, be connected with the right arm bar with bearing pin at the right-hand member of loop bar, the other end at left arm bar and right arm bar also has pin-and-hole, be connected with interior armed lever with bearing pin, three not uniform holes arranged on interior armed lever, with three pipe links respectively with interior armed lever, pre-buried steel framing member is connected.
2, the attached wall mechanism of tower crane derrick according to claim 1 is characterized in that: the inboard at left arm bar and right arm bar is bonded with sheet rubber.
3, the attached wall mechanism of tower crane derrick according to claim 1 is characterized in that: the connecting bore of interior armed lever one end is a slotted hole.
CNU200720043499XU 2007-11-05 2007-11-05 Engaged mechanism of tower crane headframe Expired - Fee Related CN201121101Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200720043499XU CN201121101Y (en) 2007-11-05 2007-11-05 Engaged mechanism of tower crane headframe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200720043499XU CN201121101Y (en) 2007-11-05 2007-11-05 Engaged mechanism of tower crane headframe

Publications (1)

Publication Number Publication Date
CN201121101Y true CN201121101Y (en) 2008-09-24

Family

ID=40008325

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200720043499XU Expired - Fee Related CN201121101Y (en) 2007-11-05 2007-11-05 Engaged mechanism of tower crane headframe

Country Status (1)

Country Link
CN (1) CN201121101Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102009920A (en) * 2010-12-09 2011-04-13 中建二局第三建筑工程有限公司 Irregular wall-adhering device for tower crane
CN103407907A (en) * 2013-08-28 2013-11-27 南通建筑工程总承包有限公司 Auxiliary installation device for tower crane buttress with tower and mast structure
CN103848357A (en) * 2014-03-17 2014-06-11 张亮 Wall-attached device of tower crane
CN104401889A (en) * 2014-11-21 2015-03-11 中联重科股份有限公司 Wall attaching frame and construction lifting machine with wall attaching frame
CN106829761A (en) * 2017-03-01 2017-06-13 南通庞源机械工程有限公司 A kind of column foot is attached to the method on post
KR20190099659A (en) * 2018-02-19 2019-08-28 임희용 Anchor Frame for Tower Crane

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102009920A (en) * 2010-12-09 2011-04-13 中建二局第三建筑工程有限公司 Irregular wall-adhering device for tower crane
CN103407907A (en) * 2013-08-28 2013-11-27 南通建筑工程总承包有限公司 Auxiliary installation device for tower crane buttress with tower and mast structure
CN103407907B (en) * 2013-08-28 2015-06-17 江苏中南建筑产业集团有限责任公司 Auxiliary installation device for tower crane buttress with tower and mast structure
CN103848357A (en) * 2014-03-17 2014-06-11 张亮 Wall-attached device of tower crane
CN104401889A (en) * 2014-11-21 2015-03-11 中联重科股份有限公司 Wall attaching frame and construction lifting machine with wall attaching frame
CN104401889B (en) * 2014-11-21 2016-08-24 中联重科股份有限公司 Wall-attached frame and there is its building hoist
CN106829761A (en) * 2017-03-01 2017-06-13 南通庞源机械工程有限公司 A kind of column foot is attached to the method on post
KR20190099659A (en) * 2018-02-19 2019-08-28 임희용 Anchor Frame for Tower Crane
KR102053224B1 (en) * 2018-02-19 2019-12-06 임희용 Anchor Frame for Tower Crane

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080924

Termination date: 20161105